CN204691201U - A kind of Liftable hanging formula scaffold system - Google Patents
A kind of Liftable hanging formula scaffold system Download PDFInfo
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- CN204691201U CN204691201U CN201520332305.2U CN201520332305U CN204691201U CN 204691201 U CN204691201 U CN 204691201U CN 201520332305 U CN201520332305 U CN 201520332305U CN 204691201 U CN204691201 U CN 204691201U
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- 230000015572 biosynthetic process Effects 0.000 claims abstract description 5
- 229910000831 Steel Inorganic materials 0.000 claims description 21
- 239000010959 steel Substances 0.000 claims description 21
- 238000010276 construction Methods 0.000 abstract description 17
- 238000005034 decoration Methods 0.000 abstract description 6
- 239000004744 fabric Substances 0.000 abstract description 3
- 238000010586 diagram Methods 0.000 description 6
- 230000001737 promoting effect Effects 0.000 description 4
- 230000007547 defect Effects 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 239000000725 suspension Substances 0.000 description 2
- 239000002699 waste material Substances 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 230000009466 transformation Effects 0.000 description 1
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Abstract
The utility model discloses a kind of Liftable hanging formula scaffold system, it comprises lifting system, lifting system comprises skeleton and double design of coupler scaffold, the periphery of skeleton is erected with double design of coupler scaffold and makes skeleton be positioned at the lower portion of double design of coupler scaffold formation, and double design of coupler scaffold is fixedly connected with via fastener with between skeleton, skeleton is provided with some hooks, each hook is articulated on corresponding thick pillar component that the frame column of building is installed respectively, to realize lifting system and being fixedly connected with between building.The utility model is reusable after once setting up, and set up without the need to repeating, construction costs is low, and security performance is good, can be widely used in the outer protection in fabric structure, decoration construction stage.
Description
Technical field
The utility model relates to a kind of Liftable hanging formula scaffold system protected for fabric structure, decoration construction stage outward, belongs to scaffold field.
Background technology
Design of coupler scaffold mainly contains console mode scaffold, builder's jack, and wherein, console mode scaffold can be divided into again single, double console mode scaffold.Design of coupler scaffold is mainly connected a kind of multilayer multispan space frame structure built with fastener by leger, little cross bar, vertical rod, diagonal brace, wall-connecting piece and various support, leger wherein, little cross bar, vertical rod, diagonal brace generally adopt the steel pipe of φ 48.3mm × 3.6mm to make, have the advantages such as mounting or dismounting are convenient, with low cost, highly versatile due to design of coupler scaffold, thus it is all widely used in China always.
But can see from practical application, existing design of coupler scaffold exists following defect: the first, by the impact of steel pipe, fastener quality and field control level, design of coupler scaffold is since application, and security incident happens occasionally; The second, the steel pipe enormous amount that console mode scaffold uses, waste time and energy, but scaffolding height is very limited; 3rd, although builder's jack can solve the problem of console mode scaffold about scaffolding height, it is in work progress, needs to remove, repeat to set up, and there is the problem of labour's serious waste, and increases the probability of happening of security incident.
Although there is above-mentioned defect in design of coupler scaffold, but at present the steel pipe of China φ 48.3mm × 3.6mm and the storage of fastener huge and cheap, therefore still widely use design of coupler scaffold in China, this have impact on the higher but safety of cost to a certain extent and coils pin, the application of dish buckle type scaffold and development preferably always.
As can be seen here, designing that a kind of safety is high, cost is low, without the need to repeating the scaffold system set up, can promote based on design of coupler scaffold, is current urgent problem.
Utility model content
The purpose of this utility model is to provide a kind of Liftable hanging formula scaffold system, this Liftable hanging formula scaffold system is reusable after once setting up, and set up without the need to repeating, construction costs is low, security performance is good, can be widely used in the outer protection in fabric structure, decoration construction stage.
To achieve these goals, the utility model have employed following technical scheme:
A kind of Liftable hanging formula scaffold system, it is characterized in that: it comprises lifting system, lifting system comprises skeleton and double design of coupler scaffold, the periphery of skeleton is erected with double design of coupler scaffold and makes skeleton be positioned at the lower portion of double design of coupler scaffold formation, and double design of coupler scaffold is fixedly connected with via fastener with between skeleton, skeleton is provided with some hooks, each hook is articulated on corresponding thick pillar component that the frame column of building is installed respectively, to realize lifting system and being fixedly connected with between building.
Described double design of coupler scaffold comprises two row's vertical rods, each row's vertical rod realizes connecting via leger, diagonal brace, realize connecting via little cross bar between two row's vertical rods, and it is fixing to be realized between described double design of coupler scaffold and described building by the overlap joint between corresponding little cross bar and the wall-connecting piece being fixed on the described frame column of described building.
Described skeleton is spliced to form by some skeleton units, and skeleton unit is spliced to form by some standard knots, wherein, is spirally connected between two adjacent standard knots.Preferably, described skeleton unit is in " day " font.
Described standard knot comprises the adpting flange of two rectangles, and two adpting flanges are connected via four columns, to make the rectangular body of described standard knot.Preferably, Corner protecting board is welded with at the connecting portion of described adpting flange and described column.Preferably, described standard knot is provided with hound.
Described column, described hound are that the steel pipe of φ 48.3mm × 3.6mm is made.
In actual design, described thick pillar component comprises U-bolt, U-bolt forms U-shaped by two straight portions and a bend, two straight portions of U-bolt are spirally connected respectively before a post and jointly wear a post front spring after nut, be spirally connected after steel plate after then two straight portions of U-bolt wear a post jointly a post back nut respectively, via nut before post and post back nut in the straight portion of U-bolt screw and make the described frame column of described building after post front spring and post between steel plate fastened live, the bend of U-bolt is for mounting described hook.
The utility model has the advantages that:
1, the utility model is designed with skeleton on the basis of design of coupler scaffold, greatly improves safety.
2, in once constructing, the mode of the utility model just by promoting after once setting up is reused, and setting up, greatly reducing steel pipe consumption simultaneously, reducing construction costs without the need to repeating.
3, the utility model employs steel pipe and the fastener of the huge and cheap φ 48.3mm × 3.6mm of storage, thus significantly reduces manufacturing cost.
4, except steel pipe consumption less except, the built-in fitting that the utility model uses is few, and promote time do not need use electric device, thus cost is lower.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model.
Fig. 2 looks on the right side of Fig. 1, promotes the partial structurtes schematic diagram (not shown building and thick pillar component) of system.
Fig. 3 is the preferred embodiment schematic diagram of the skeleton unit promoting system in Fig. 2.
Fig. 4 is a preferred embodiment schematic diagram of the standard knot of skeleton.
Fig. 5 is another preferred embodiment schematic diagram of the standard knot of skeleton.
Fig. 6 is the enlarged diagram (not shown frame column) of part A in Fig. 1.
Fig. 7 is the schematic top plan view (not shown floor) of Fig. 1.
Fig. 8 is the enlarged diagram of part B in Fig. 7.
Detailed description of the invention
As shown in Figures 1 to 8, the utility model Liftable hanging formula scaffold system comprises lifting system, lifting system comprises skeleton 20 and double design of coupler scaffold 10, the periphery of skeleton 20 is erected with double design of coupler scaffold 10 and makes skeleton 20 be positioned at the lower portion of double design of coupler scaffold 10 formation, and double design of coupler scaffold 10 is fixedly connected with via fastener (not shown) with between skeleton 20, skeleton 20 is provided with some hooks 40, in practice, hook 40 can weld with the standard knot 21 of skeleton 20, on the corresponding thick pillar component 30 that the frame column 50 that each hook 40 is articulated in building is respectively installed, to realize lifting system and being fixedly connected with between building.
Double design of coupler scaffold 10 comprises two row's vertical rods 12, each row's vertical rod 12 realizes connecting via leger 11, diagonal brace 13, realize connecting via little cross bar 14 between two row's vertical rods 12, (not shown by fastener between vertical rod 12, little cross bar 14, leger 11, diagonal brace 13, as right-angle coupler, to clasp, rotary buckle etc.) connect, and what realized between double design of coupler scaffold 10 and building by the overlap joint between corresponding little cross bar 14 and the wall-connecting piece 80 being fixed on the frame column 50 of building is fixing, as shown in Figure 1 and Figure 7.What double design of coupler scaffold 10 was this area knows scaffold, and its structure is not limited to above-mentioned.
As shown in Figures 2 and 3, skeleton 20 is spliced to form by some skeleton units 200, skeleton unit 200 is spliced to form by some standard knots 21, wherein, be spirally connected between two adjacent standard knots 21, as shown in Figure 4 and Figure 5, in practice, can realize connecting via bolt 22 attaching nut between two standard knots 21.
As Fig. 3, preferably, skeleton unit 200, in " day " font, is namely arranged by some standard knots 21 and forms " day " font.Certainly, the shape of skeleton unit 200 is not limited thereto, and it also can be designed to other shape.Usually, according to actual Building Design requirement, skeleton 20 can be designed to: wide for 6m, the high several times for building story height, thick be 80cm.
When actual design, as shown in Figure 4, adpting flange 202, two adpting flanges 202 that standard knot 21 can comprise two rectangles are connected via four columns 201, and to make the rectangular body of standard knot 21, in practice, cuboid can be square or cuboid.
For ensureing soundness, as Fig. 4, Corner protecting board 203 can be welded with at adpting flange 202 and the connecting portion of column 201.
In addition, as Fig. 5, also hound 204 can be provided with on standard knot 21.
In the utility model, the vertical rod 12 of double design of coupler scaffold 10, little cross bar 14, leger 11, diagonal brace 13 can be made up of the steel pipe of φ 48.3mm × 3.6mm.For standard knot 21, the steel pipe that its column 201, hound 204 can be φ 48.3mm × 3.6mm is made, and specifically, can be made up of the steel pipe secondary operations of φ 48.3mm × 3.6mm.
As shown in Figure 6 to 8, thick pillar component 30 can comprise U-bolt 31, U-bolt 31 forms U-shaped by two straight portions and a bend, the openings of sizes of U-bolt 31, the degree of depth should be suitable with the size of the frame column 50 of building, two straight portions of U-bolt 31 are spirally connected respectively before a post and jointly wear a post front spring 35 after nut 34, be spirally connected after steel plate 33 after then two straight portions of U-bolt 31 wear a post jointly a post back nut 32 respectively, via nut before post 34 and post back nut 32 in the straight portion of U-bolt 31 screw and make the frame column 50 of building after post front spring 35 and post between steel plate 33 fastened live, the bend of U-bolt 31 is for mounting hook 40.In actual design, the formation of thick pillar component 30 is not limited to above-mentioned, and it also can have other the form of the composition.
When actual design, as figure, the height of the lifting system in the utility model can be designed to the height of some floors, such as, can be the height of 3 ~ 4 floors.
During use, such as after the structure construction of 1st ~ 3 floors, namely after the floor 60, frame column 50 etc. of 1st ~ 3 floors have been constructed, 1st ~ 3 floors are set up lifting system and by the mounting between thick pillar component 30 that hook 40 and 1st ~ 3 floor is installed, the suspension completed between lifting system and building 1st ~ 3 floor is fixed, thus realize structure of the present utility model, so workman just can carry out other structure construction and decoration construction etc. to 1st ~ 3 floors on the utility model constructed.
After 1st ~ 3 floor constructions, continue concreting, complete the construction of the floor 60 of the 4th floor, frame column 50 etc.Now, take the hook 40 be articulated on thick pillar component 30, and make lifting system promote the height of a floor by tower crane (not shown).After lifting puts in place, complete lifting body and tie up to setting up on 2nd ~ 4 floors, and by the mounting between thick pillar component 30 that hook 40 and 2nd ~ 4 floor is installed, the suspension completed between lifting system and building 2nd ~ 4 floor is fixed, thus realize structure of the present utility model, so workman just can carry out other structure construction and decoration construction etc. to the 4th floor on the utility model constructed.
By that analogy, by successively promoting the utility model and hanging, just can complete the structure construction and decoration construction etc. of all the other more high-storeys successively, thus complete the construction to whole building.
The utility model has the advantages that:
1, the utility model is designed with skeleton on the basis of design of coupler scaffold, greatly improves safety.
2, in once constructing, the mode of the utility model just by promoting after once setting up is reused, and setting up, greatly reducing steel pipe consumption simultaneously, reducing construction costs without the need to repeating.
3, the utility model employs steel pipe and the fastener of the huge and cheap φ 48.3mm × 3.6mm of storage, thus significantly reduces manufacturing cost.
4, except steel pipe consumption less except, the built-in fitting that the utility model uses is few, and promote time do not need use electric device, thus cost is lower.
The above know-why being preferred embodiment of the present utility model and using; for a person skilled in the art; when not deviating from spirit and scope of the present utility model; any based on apparent changes such as the equivalent transformation on technical solutions of the utility model basis, simple replacements, all belong within the utility model protection domain.
Claims (9)
1. a Liftable hanging formula scaffold system, it is characterized in that: it comprises lifting system, lifting system comprises skeleton and double design of coupler scaffold, the periphery of skeleton is erected with double design of coupler scaffold and makes skeleton be positioned at the lower portion of double design of coupler scaffold formation, and double design of coupler scaffold is fixedly connected with via fastener with between skeleton, skeleton is provided with some hooks, each hook is articulated on corresponding thick pillar component that the frame column of building is installed respectively, to realize lifting system and being fixedly connected with between building.
2. Liftable hanging formula scaffold system as claimed in claim 1, is characterized in that:
Described double design of coupler scaffold comprises two row's vertical rods, each row's vertical rod realizes connecting via leger, diagonal brace, realize connecting via little cross bar between two row's vertical rods, and it is fixing to be realized between described double design of coupler scaffold and described building by the overlap joint between corresponding little cross bar and the wall-connecting piece being fixed on the described frame column of described building.
3. Liftable hanging formula scaffold system as claimed in claim 1, is characterized in that:
Described skeleton is spliced to form by some skeleton units, and skeleton unit is spliced to form by some standard knots, wherein, is spirally connected between two adjacent standard knots.
4. Liftable hanging formula scaffold system as claimed in claim 3, is characterized in that:
Described skeleton unit is in " day " font.
5. the Liftable hanging formula scaffold system as described in claim 3 or 4, is characterized in that:
Described standard knot comprises the adpting flange of two rectangles, and two adpting flanges are connected via four columns, to make the rectangular body of described standard knot.
6. Liftable hanging formula scaffold system as claimed in claim 5, is characterized in that:
Corner protecting board is welded with at the connecting portion of described adpting flange and described column.
7. Liftable hanging formula scaffold system as claimed in claim 6, is characterized in that:
Described standard knot is provided with hound.
8. Liftable hanging formula scaffold system as claimed in claim 7, is characterized in that:
Described column, described hound are that the steel pipe of φ 48.3mm × 3.6mm is made.
9. Liftable hanging formula scaffold system as claimed in claim 1, is characterized in that:
Described thick pillar component comprises U-bolt, U-bolt forms U-shaped by two straight portions and a bend, two straight portions of U-bolt are spirally connected respectively before a post and jointly wear a post front spring after nut, be spirally connected after steel plate after then two straight portions of U-bolt wear a post jointly a post back nut respectively, via nut before post and post back nut in the straight portion of U-bolt screw and make the described frame column of described building after post front spring and post between steel plate fastened live, the bend of U-bolt is for mounting described hook.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520332305.2U CN204691201U (en) | 2015-05-21 | 2015-05-21 | A kind of Liftable hanging formula scaffold system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520332305.2U CN204691201U (en) | 2015-05-21 | 2015-05-21 | A kind of Liftable hanging formula scaffold system |
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| Publication Number | Publication Date |
|---|---|
| CN204691201U true CN204691201U (en) | 2015-10-07 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520332305.2U Expired - Fee Related CN204691201U (en) | 2015-05-21 | 2015-05-21 | A kind of Liftable hanging formula scaffold system |
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| Country | Link |
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| CN (1) | CN204691201U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107059656A (en) * | 2017-01-04 | 2017-08-18 | 杭州江润科技有限公司 | Active service bridge maintenance repairs the construction method of boat scaffold operating platform |
| CN109457932A (en) * | 2018-02-10 | 2019-03-12 | 彭绍华 | Safe and convenient lifting scaffold device |
-
2015
- 2015-05-21 CN CN201520332305.2U patent/CN204691201U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107059656A (en) * | 2017-01-04 | 2017-08-18 | 杭州江润科技有限公司 | Active service bridge maintenance repairs the construction method of boat scaffold operating platform |
| CN107059656B (en) * | 2017-01-04 | 2019-02-15 | 安徽省路桥工程集团有限责任公司 | The construction method of active service bridge maintenance maintenance boat scaffold operating platform |
| CN109457932A (en) * | 2018-02-10 | 2019-03-12 | 彭绍华 | Safe and convenient lifting scaffold device |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20180608 Address after: 100131 Shijingshan Road, Shijingshan District, Shijingshan District, Beijing Co-patentee after: CHINA RAILWAY CONSTRUCTION GROUP BEIJING ENGINEERING Co.,Ltd. Patentee after: CHINA RAILWAY CONSTRUCTION GROUP Co.,Ltd. Address before: 100131 China Railway Development Building, 20 Shijingshan Road, Shijingshan District, Beijing Patentee before: CHINA RAILWAY CONSTRUCTION GROUP Co.,Ltd. |
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| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20151007 |